Summary for Test 2025-09-23-90-2
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 1001055 DEA: 112N1684 EFIS: 1122000281 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R53.9/R63.7 |
| Award Date | 05/02/2025 |
| Closeout Date | Not set |
| Work Description | POLYESTER CONCRETE, METHACRYLATE, JOINT SEALS AND APPROACH SLABS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM ROUTE 5/76 SEPARATION TO AGRA OVERHEAD |
| QA Service Level | 1 (Verified on 06/03/2025) |
Sample Information
| Sample Taken Date | 09/23/2025 | Sample Unique Key | 90 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/26/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Normal Production |
| The quantity of what the sample constitutes | 2 boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Mohammed | Last name of sampler or witnessed by | Masud |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 25-09-23-90-A | Linked DIME Sample ID | 2025-09-23-91 |
| The fabricator/manufacturer/facility name | Vulcan Otay | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320200 Otay Val | |
| Binder content (%) | 4.9 | Virgin binder PG | PG58-16 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | No |
Test Details
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DIME Sample ID: 2025-09-23-90
DIME Test ID: 2025-09-23-90-2
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-11-05
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 10/27/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7475.6 grams
Mass of oven-dry sample in air for Sample 1: 1512.3 grams
Mass of container filled with the sample and water for Sample 1: 8385.5 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.510
Theoretical maximum density at 25°C (77°F): 156.2 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): Target 2.495
Complies
Test was verified on 11/5/2025 ✔